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07-1602-001I 15 LLj R/ T) 76 L t` C - - -.... -- ............. .. - _5..._W . _5 8t h .__ . AVENU E 51 T E FLAN.- SCALE 3/32"= 1'-0" RETAIL STORE 1 _. .: .. '. '-� may,,.. �..:�- - .,...' •..-: • Y y Y • a � -rHEgo57 13 tV07T PErtdZrrloh/ �NYaL1! D y .•• .. 11V 7HIS P,,e0,F6C 7. Fl,ejT © cc a GENERAL NOTE5: I . ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL ORDINANCES. - FBC -2004. 2. CONTRACTOR SHALL VERIFY ALL DIMEN51ON5 AND NOTIFY THE A/E OF RECORDS OF ANY DISCREPANCY. 3. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY OR GRADE SHALL BE PRE55URE TREATED WOOD (P.T. WOOD). 4. ALL STRUCTURAL LUMBER SHALL HAVE A MINIMUM BENDING STRESS OF 1,000 P5I. 5. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING'S ACI -3 18 -99 AND ACI -3 18R -99, SHALL BE APPLICABLE FOR ANYTHING OTHER CONSIDERATION. G WHEN APPLICABLE SHOP AND SETTING DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FORTHE APPROVAL BEFORE FABRICATION, ONE 5ET SHALL BE FILED AT THE ENGINEER'5 OFFICE. 7. 8 OR 12 INCHE5 NOMINAL 51ZE OF HOLLOW CONCRETE BLOCK WALLS MUST COMPLY WITH THE STANDARD SPECIFICATION FOR LOADBEARING CONCRETE MA50NKY UNITS.- A5TM- C -90.- (f'm = 1,500 P51 MINIMUM), USE MORTAR TYPE "5 ", 1,800 P51 MINIMUM 28 DAYS STRENGTH, MUST COMPLY WITH THE 5TANDAKD 5PECIFICATION FOR MORTAR FOR UNIT MA50NRY A5TM -C -270.- HORIZONTAL JOINT 'REINFORCING 5HALL 5E PROVIDED AT EVERY SECOND COURSE (I G" VERTICALLY) FOR ALL EXTERIOR AND INTERIOR WALLS, EXCEPT MORE 5TRENGHTHENING ENGINEER NOTE.- STANDARD 9 GAUGE, LADDER TYPE FOR REINFORCING MA50NRY AND TRUSS TYPE FOR ALL OTHERS SHALL BE PROVIDED. [5TANDARD 8 GAUGE IF WILL BE INDICATED IN PLANS].- IT CONFORMS TO ASTM- A -82.- GALVANIZED TYPE SHALL BE REQUIRED.- THI5 REINFORCEMENT SHALL BE EXTENDED 4" INTO THE TIE COLUMNS OR TIED TO THE SKELETON STRUCTURAL COLUMNS WITH APPROVED METHODS WHERE STRUCTURAL COLUMNS REPLACE THE TIE COLUMNS.- FBC - 2004 [SPECIAL INSPECTOR REQUIRED], 8. FOR ALL WORKS EXCEPTS AS NOTED BELOW; CONCRETE 3,000 F51 MINIMUM 28 DAYS STRENGTH. SLUMP: 4 - G INCHES MAXIMUM. 9. POURED MASONRY WALLS CELLS 3:000 P51 GROUT MINIMUM 2a DAY5 STRENGTH, SLUMP: 8- 10 INCHES AS REQUIRED FOR FILLING CELLS. - ALL ADMIXTUKE5 SHALL CONFORM WITH THE A5TM- C -47G. STANDARD 5PFCIFICATION FOR GROUT FOR MASONRY AND A5TM -C -143. - TEST GROUT SLUMP AND A5TM -C -1019. - STANDARD TE5T METHOD FOR SAMPLING AND TESTING GROUT, STATEMENT: IN MY PROFESSIONAL JUDGMENT AND TO THE BEST OF MY KNOWLEDGE AND RELIEF THE5E PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE BUILDING CODE5. FBC -2004. NOTE: - -- THE ENGINEER OF RECORDS - -- NO OTHER UNDERGROUND UTILITIES WERE LOCATED BUT MAY BE PRESENT. - DIG WITH CAUTION. - CALL UTILITY LOCATION CENTER 48 HOURS BEFORE YOU DIG. - 1-500-432-4770, "POSTED" IMPORTANT NOTICE: AS PER FBC -200 I SECTION 105. 1 3.4. 1; A STATEMENT OF INSPECTION SHALL BE REQUIRED IN CONNECTION WITH ANY CONSTRUCTION FOR WHICH TH15 CODE REQUIRES ENGINEERED SIGNED AND 5EALED PLAN5. ❑ 57ECIAL INSPECTOR FOR PILING, F5C -1822. 1.3 ❑ SPECIAL INSPECTOR FOR TRU55E5 OVER 35 FEET LONG OR G FEET HIGH FBC -23 19. 17.2-4.2 ❑ 5PECIAL INSPECTOR FOR REINFORCED MASONRY, 1`5C -2 122.4 ❑ SPECIAL INSPECTOR FOR STEEL CONNECTION5, F5C -22 1 8.2 ❑ SPECIAL INSPECTOR FOR 501L COMPACTION, FBC - 1820.3.1 ❑ SPECIAL INSPECTOR FOR PRECAST UNITS # ATTACHMENTS PER FBC -1927-12 © 5PECIAL INSPECTOR FOR NOTE: ONLY THE MARKED 5OXE5 APPLY, PRODUCT CONTROL APPROVAL AND BUILDING PERMITTED NOTE: PRODUCT CONTROL APPROVAL AND SEPARATE BUILDING PERMIT WILL BF REQUIRED AS TO CONFORM WITH THE 1`13C -2004. (WHEN APPLICABLE) FOR: - WINDOWS - DOOR5 - STORM SHUTTERS - WOOD TRU55 - STEEL J015T5 - GLASS WALLS - AWNINGS - RIDGE VENTILATION - STORE FRONTS - RAILING - SIGNS - PRECAST SYSTEM - ROOFING -FENCES - HANDRAIL - CURTAIN WALLS - DRIVEWAY t APPROACH - ALL STRUCTURAL GLAZING - ANY OTHER SPECIAL ASSEMBLY - EXTERIOR METAL STAIRS ZONING LEGEND: Fj • NEW RETAIL FIRST OCCUPANCY • ZONING DISTRICT ....... 5R. - (SPECIALTY RETAIL). Ift • COVERED RETAIL STORE ... 2,400 5F • PARKING STALL REQUIRED TOTAL 5F/ 300 UNITS / 5F fu 2400 5F / 300 UNITS = 8 UNITS = 8 UNITS PROVIDED OCCUPANCY FLOOR AREA (5F) PER OCCUPANTS BUSINESS BASEMENT t GRADE FLOOR AREA - (RETAIL STORE) 2400 SF /100 - 24.00 = 24 OCCUPANT5 OCCUPANCY REQUIRED PROVIDED MALE FEMALE MALE FEMALE WATER CLOSET )/25 1 ADA LAVATORIES 1/40 1 ADA LEGAL DE5CR1 F'TI ON : W A LARKIN5 PB 3 -1 98 LOT 3G LE55 N I 1 2/3FT * LESS W5FT � LOT 37 LE55 51 OFT t- W5FT LOT SIZE 85.000 X 138 OK 17373-1294/1205 0298 1 FOLIO NUMBER: 09- 4036 -02 2 -0260 PROPERTY ADD RE55: 5829 5W 73 STREET SUITE # 10 SUNSET DR 5W 72ND 5T MIAMI, FLORIDA 33 143 INDEX PLAN: -T I.- SITE PLAN. GENERAL NOTES. LOCATION SKETCH 2.- PROPOSED FLOOR PLAN, WINDOW t DOOR SCHEDULE 3.- ELEVATIONS 4.- CONSTRUCTIVE DETAIL5 5.- CONSTRUCTIVE DETAIL5 5W 73RD ST G.- REFLECTED CEILING _ u- 7.- FLOORING PLAN ¢ �Lj 8.- FURNITURE PLAN = 9.- M -1 MECHANICAL FLOOR PLAN Ln f I C.- M -2 MECHANICAL DETAILS Ln U I I .- M -3 MECHANICAL DETAILS 12- M -4 MECHANICAL NOTES 13.- E- I ELECTRICAL FLOOR PLAN 14.- E -2 PANELS * R15ER. 15-- P- I DOMESTIC WATER FLOOR 16.- P -2 DOMICILIARY SEWER PLAN LOCATION 5 KETC [l . - N.T.5. 17.- P -3 DOMESTIC WATER ISOMETRIC fix. 18.- P -4 DOMICILIARY SEWER ISOMETRIC 0 1,5,- FP- I FIRE PROTECTION z J. • *44 r w v• - 4 V V V V r • r w y V u yi w ♦ R-EMSEr-ITO CONTRERAS • • w w �•• ♦ a�u u uuuu u PROFESSIONAL CIVIL ENGINEER STATE OF FLORIDA. LIC. # 21522 30 N.W. 07th AVE. *C -101 - MIAMI, FL TEL. (305) 267 -0831 PROPOSED RETAIL, STORE HAIR SALON SPA 5829 SW 73 STREET SUITE 10 SOUTH MIAMI, FL 33143 OWNER: KEY LILOU LLC D.B.A. JEAN CLAUDE BICUINE SEAL r it s.. REVISIONS BY DATE ALL DIMENSIONS & SIZES MUST. BE VERIFIED BY THE CONSTRUCTOR ON THE JOB SITE AND ADJUSTMENT TO FIT ON IT Scale: As shown Drawn: SILVANA TRIGUEROS Checked Appvd: Date: 11/30/07 Sheet No: